Subsea wellhead stabilization
Granted 9 Jul 1991 · no office action yet
Assignee: Vetco Gray Inc.
Law firm: Law firm · Log in to unlock
Attorney: Attorney · Log in to unlock
Inventors: Stanley Hosie, Lionel J. Milberger, Herman O. Henderson, Jr. · Examiner: Ramon S. Britts · AU 356 · TC 3500
Life of the patent
6 dated eventsAbstract
A subsea well having inner and outer tubular housings has features to reduce bending movement of the inner housing within the outer housing. The inner and outer housings have mating wedging surface axially spaced apart from each other. These tapered surfaces are spaced so as to cause the inner housing to wedge within the outer housing as it is lowered into place. A latch latches the inner housing to the outer housing once lowered into place. A sleeve of elastomeric material locates on the exterior of the lower extension of the inner housing. This sleeve extends downward a selected distance to prevent bonding of cement to the inner housing in this area. Part of the latch is mounted to a ring clamp that releasably mounts to the outer housing.
Description
5 parts›BACKGROUND OF THE INVENTION
1. Field of the Invention:
This invention relates in general to subsea wells, and in particular to a means for stabilizing within an outer housing an inner housing that secures to a riser leading to the surface.
2. Description of the Prior Art:
In a subsea well of the type concerned herein, a guide base will be placed on the sea floor. An outer housing will be inserted into the guide base. The outer housing has large diameter conduit, typically 30 inch, that extends into the earth a selected distance. The 30 inch conduit will be cemented in place.
Then, an inner housing will be lowered into the outer housing. The inner housing will be secured to lesser diameter casing, normally about 20 inch. The 20 inch casing will be cemented in place. Typically, there will be a clearance between the outer housing interior and the inner housing exterior. A riser will extend from the inner housing to the drilling vessel.
The drilling vessel will be floating, and thus is subject to wave and wind action. The riser will bend as the drilling vessel moves relative to the subsea well. This causes a bending action on the inner housing. There is a possibility that the repetitive movement could cause fatigue of the inner housing. This could cause the inner housing to part.
Cement located between the inner and outer housing helps to prevent relative movement. Also, long tapered sections extend downward from the inner housing to the casing to reduce the bending stress. While this is successful, these long tapered sections are expensive to manufacture. Also, if the cement does not extend high enough in the clearance between the inner and outer housings, support for bending movement would be lacking.
There have been proposals in the past to stabilize the inner housing within the outer housing by means of slips and slip rings, such as shown in U. S. Pat. No. 4,499,950, Bruce J. Watkins, issued Feb. 19, 1985, and U.S. Pat. No. 4,751,968, Thomas J. Ames, et al, issued June 21, 1988. Improvements are desirable.
Also, if the well is to be abandoned subsequently it is desirable to remove and retrieve the inner housing. The operator can cut the casing below the inner housing. However, pulling the inner housing from the outer housing can be difficult.
›SUMMARY OF THE INVENTION
In this invention, the inner housing and the outer housing wedge within one another to stabilize movement of the inner housing. This is handled by upper and lower tapered sections formed in the outer housing bore and on the inner housing exterior. These tapered sections taper at a slight angle relative to vertical. The sections are dimensioned so that the inner housing will wedge within the outer housing as it is lowered in place.
A latch subsequently latches the inner housing to the outer housing. Part of the latch is located on a clamp ring which clamps to the upper end of the housing. The clamp ring bolts together. Removing the clamp ring allows the latch to be disengaged. This allows the inner housing to be retrieved from the outer housing.
In addition, preferably a sleeve means is employed to prevent cement from contacting the inner housing for a certain distance below the outer housing. This preferably comprises a sleeve which prevents the cement from bonding to the exterior of the inner housing. This sleeve means allows the inner housing to flex a slight amount relative to the cement due to bending loads.
›BRIEF DESCRIPTION OF THE DRAWINGS
FIG. 1 is a quarter vertical sectional view of a subsea well constructed in accordance with this invention.
FIG. 2 is an enlarged view of a portion of the inner and outer housings of the subsea well of FIG. 1.
FIG. 3 is an enlarged view of an alternate embodiment of an upper portion of the inner and outer housings constructed in accordance with this invention.
FIG. 4 is a partial exploded perspective view of the upper portion of the inner and outer housings, as shown in FIG. 2.
FIG. 5 is an enlarged partial exploded view of the alternative embodiment of the upper portion of the inner and outer housings, as shown in FIG. 3.
›DETAILED DESCRIPTION OF THE INVENTION · 1 of 2
Referring to FIG. 1, a guide base 11 will be located on the sea floor. An outer housing 13 will insert into a receptacle within the guide base 11 in a conventional manner. The outer housing 13 is a large tubular member secured on its lower end to a string of conductor 15. The conductor 15 is preferably 30 inch diameter pipe. The conductor 15 will be cemented in place by cement 17. The conductor 15 has a bore 19 extending longitudinally through it.
An inner housing 21 will then be lowered into and landed in the bore 19. The inner housing 21 has a lower portion or extension member 22 which is spaced from the outer housing 13 and considered herein as a lower part of the inner housing 21. Extension member 22 secures by a weld 24 to inner housing 21 and is much thinner in wall section than the thickness of the upper portion of the inner housing 21. Extension member 22 secures on its lower end to a string of casing 23 of lesser than casing 15, preferably 20 inch. Casing 23 extends to a selected depth in the well and is cemented in place by cement 25. Ports 27 in the outer housing 13 allow the flow of cement to return.
Referring also to FIG. 2, outer housing 13 has an upper tapered section 29. This tapered section 29 is an integrally formed frusto-conical band extending circumferentially around the bore 19. It has an upper edge 29a and a lower edge 29b. It tapers from a larger diameter at the upper edge 29a to a smaller diameter at the lower edge 29b. The taper is preferably at an angle 31 in the range from 2 to 8 degrees relative to the longitudinal axis of the outer housing 13, and in the preferred embodiment is 5 degrees.
Similarly, inner housing 21 has an upper tapered section 33. The upper tapered section 33 has the same taper as angle 31, and also the same axial extent for mating with the tapered section 29. Tapered section 33 is an integrally formed band extending around the exterior of inner housing 21.
A cylindrical section 35 extends downward from the lower edge 29b of the upper tapered section 29. A pair of internal grooves 36 are formed in the cylindrical section 35 and used for purposes other than this invention. The diameter of cylindrical section 35 is the same as the diameter of the tapered section 29 measured at the lower edge 29b. Similarly, there is a cylindrical section on the exterior of the inner housing 21. There is a difference in diameters between the cylindrical section 35 and the cylindrical section on the exterior of inner housing 21, resulting in a clearance adjacent the cylindrical section 35.
A lower tapered section 37 is formed at the lower end of the cylindrical section 35. There is a considerable axial distance from the upper tapered section 29 to the lower tapered section 37. The axial length of the cylindrical section 35 is approximately five times the axial extent of each tapered section 29 and 37 in the preferred embodiment. The lower tapered section 37 tapers at the same angle as angle 31. It also has the same axial extent as the upper tapered section 29.
The lower tapered section 37 has an upper edge 37a and a lower edge 37b. The diameter at the upper edge 37a is the same as the diameter of the lower edge 29b of the upper tapered section 29. The diameter at the lower edge 37b is less than the diameter of the upper edge 37a. A small radius 38 locates the lower edge 29b and the upper edge 37a.
The inner housing 21 has a lower tapered section 39 positioned for mating with the tapered section 37. The lower tapered section 39 has an upper edge 39a and a lower edge 39b. The diameter of the upper edge 39a is less than the diameter of the lower edge 29b of the upper tapered section 29. This is necessary to allow the inner housing 21 to clear the upper tapered section 29 as the lower tapered section 39 moves past during installation.
Latch means exists for latching the inner housing 21 within the outer housing 13 after the tapered surfaces 29, 33, 37 and 39 have fully engaged each other. The latch means preferably includes a latch ring 41 having circumferential grooves 42 on its exterior. A split latch ring 43 locates within a recess 45 on the exterior of the inner housing 21. The split latch ring 43 has mating teeth or grooves 44 and will ratchet into and latch into the latch ring 41. The split in the latch ring 43 and the depth of the recess 45 allow the latch ring 43 to deflect radially or contract within the recess 45. An elastomeric O-ring 46 locates in the recess 45 behind the latch ring 43. O-ring 46 acts as a spring to urge the latch ring 43 radially outward to an expanded position.
The latch ring 41 is stationarily carried in a recess 47 within a clamp ring 49. Clamp ring 49 mounts releasably to the outer housing 13 and forms the upper end of outer housing 13. Clamp ring 49 is an inflexible ring made up of two halves. Clamp ring 49 has a flange 51 on its lower end that protrudes radially inward for engaging a mating recess in the outer housing 13. The outer housing 13 has a flange 53 that protrudes radially outward and locates on top of the flange 51. A horizontally extending bolt 55 will lock the two halves together.
Referring again to FIG. 1, means exist for isolating the exterior of the extension member 22 of inner housing 21 from cement. The portion that must be isolated starts just above the weld 24 and extends downward from two to ten feet. The means in the preferred embodiment is an elastomeric sleeve 57. Sleeve 57 is about 1/8 to 1/4 inch in thickness. Sleeve 57 breaks any shear bond with cement 25 to allow the lower portion of the inner housing 21 to flex. The cement 25 will be in contact with the sleeve 57. Sleeve 57 could also be a heat shrink thermoplastic material, a coating, or a metal tube spaced from the extension member 22 by standoffs.
In operation, when the inner housing 21 is lowered into the outer housing 13, the lower tapered section 39 will move past the upper tapered section 29 and engage the lower tapered section 37. At the same time, the upper tapered section 33 will engage the upper tapered section 29. Because of tolerances, initially one of the tapered sections 33 or 39 will not tightly engage its respective tapered section 29 and 37. A slight radial gap will exist.
›DETAILED DESCRIPTION OF THE INVENTION · 2 of 2
The weight of the string above the inner housing 21 will be placed on the inner housing 21. This weight and the mating upper and lower tapered sections 29,33 and 37,39 will cause the inner housing 21 to move farther downward and wedge tightly within the outer housing 13. The tapered sections 29, 37 will slidingly and frictionally engage each other in metal-to-metal contact. The angle 31 results in a locking taper fit. During this movement, the latch ring 43 will ratchet into and engage the latch ring 41, preventing any upward movement of the inner housing 21. The wedging action causes a radial preload force on the inner housing 21.
Cement will be pumped down the riser string and up the annular space surrounding the casing 23. This cement, indicated by the numeral 25, will likely flow up and out the port 27. The cement will not bond to an upper portion of the extension member 22 of the inner housing 21. The cement will flow around and contact sleeve 57.
Subsequently, if the riser begins to bend, a bending force will be placed on the inner housing 21. The wedging tapered surfaces 29, 33, 37 and 39 prevent substantially all movement of the inner housing 21 relative to the outer housing 13. Any slight movement that may still occur will tend to cause the inner housing 21 to flex at a point below the lower tapered section 39. This flexing is allowed due to the spacing of the cement 25 from the extension member 22 of the inner housing 21. The sleeve 57 by preventing shear bonding of the cement 25, will accommodate the flexing movement.
If the well is later abandoned, it will be desirable to recover the outer housing 13 and inner housing 21. An explosive charge will be used to cut off casing 23 from housing 21. A diver or remote operated vehicle will loosen bolt 55 and remove clamp ring 49. This releases the latch ring 43 from the latch ring 41. The inner housing 21 can then be pulled to the surface. The outer housing 13 will be removed conventionally.
In the embodiment of FIG. 3, the two halves of clamp ring 149 are retained by a solid retaining ring 59. Retaining ring 59 has a bore which fits tightly around the exterior of the clamp ring 149. Vertical bolts 61 bolt the retaining ring 59 to the two halves of the clamp ring 149. Latch ring 143 has teeth or grooves 142 which ratchet into grooves 144 formed in the bore of the clamp ring 149. O-ring 146 biases the latch ring 143 outward.
For removal, pry apart slots 63 locate on the lower end of the retaining ring 59. This allows a pry bar to be placed between the upper end of the outer housing 13 and the retaining ring 59 to push it upward after bolts 61 have been removed. Once retaining ring 59 is above the clamp ring 149, the two halves of the clamp ring 149 can be removed from the outer housing 13.
The invention has significant advantages. It stabilizes the inner housing within the outer housing, reducing movement between the two housings. Flexing movement is allowed to occur below the inner housing and outer housing due to the sleeve which separates the cement from the lower portion of the inner housing. The extension member of the inner housing may be much lighter than the prior art extension member. The clamp ring enables the inner housing to be easily removed from the outer housing if the well is abandoned.
While the invention has been shown in only two of its forms, it should be apparent to those skilled in the art that it is not so limited, but is susceptible to various changes without departing from the scope of the invention.
Claims
9 · 9 independent · depth 1Classifications
5 codes- E21B33/035
- E21B33/038
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12 members · 6 offices›IP5 & PCT — 1 members
| Office | Publication | Kind | Published | Filed | Status | Title |
|---|---|---|---|---|---|---|
| USthis patent | US-5029647-A | A | 9 Jul 1991 | 27 Apr 1990 | granted | Subsea wellhead stabilization |
›Other offices — 11 members
| Office | Publication | Kind | Published | Filed | Status | Title |
|---|---|---|---|---|---|---|
| AT | AT-A87891-A | A | 15 Sep 1998 | 26 Apr 1991 | published | Unterseebohrstellede |
| AT | AT-405079-B | B | 25 May 1999 | 26 Apr 1991 | granted | Unterseebohrstellede |
| BR | BR-9100276-A | A | 26 Nov 1991 | 23 Jan 1991 | published | Poco submarinopt |
| FR | FR-2661451-A1 | A1 | 31 Oct 1991 | 25 Apr 1991 | published | Puits sous-marin.fr |
| FR | FR-2661451-B1 | B1 | 4 Mar 1994 | 25 Apr 1991 | granted | Puits sous-marin.fr |
| GB | GB-9108027-D0 | D0 | 5 Jun 1991 | 16 Apr 1991 | published | Subsea wellhead stabilization |
| GB | GB-2243385-A | A | 30 Oct 1991 | 16 Apr 1991 | published | Subsea wellhead |
| GB | GB-2243385-B | B | 14 Sep 1994 | 16 Apr 1991 | granted | Subsea wellhead stabilization |
| IT | IT-MI911133-A0 | A0 | 24 Apr 1991 | 24 Apr 1991 | published | Sistema di stabilizzazione della testa di un pozzo sottomarinoit |
| IT | IT-MI911133-A1 | A1 | 24 Oct 1992 | 24 Apr 1991 | published | Sistema di stabilizzazione della testa di un pozzo sottomarinoit |
| IT | IT-1247299-B | B | 12 Dec 1994 | 24 Apr 1991 | granted | Sistema di stabilizzazione della testa di un pozzo sottomarinoit |
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